State of the art report on steel–concrete composite columns

By N. E. Shanmugam, B. Lakshmi. 2001

447 citations recorded by the source corpus.

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

Experimental study of high strength concrete-filled circular tubular columns under eccentric loading (2011, unknown): “Recently, some papers have been published reviewing the latest technology in composite concrete-filled tubular columns, [2] , [3] , [4] .”
Structural design of stainless steel concrete filled columns (2008, background): “A state of the art review reported by Shanmugam and Lakshmi [5] on steelconcrete composite columns has highlighted the significant research in this area.”
Axial load behavior of square CFT stub column with binding bars (2006, background): “However, the increase in concrete strength outweighs the reduction in the yield strength of steel in vertical compression due to the confinement tension needed to contain the concrete [17].”
Performance-based analysis of concrete-filled steel tubular beam–columns, Part I: Theory and algorithms (2009, methodology): “Extensive studies on the behavior of short CFST columns under axial load have been carried out in the last few decades as reviewed by Shams and Saadeghvazir [1] and Shamugam and Lakshimi [2].”
Numerical simulation of concrete encased steel composite columns (2011, background): “[10],with an extensive reviewof most of these researches given by Shanmugam and Lakshmi [11].”
An experimental behaviour of concrete-filled steel tubular columns (2005, background): “Experimental studies on concrete-filled steel tubes have been on-going for many decades [1–4].”